|
<br />E I ,390,000
<br />
<br />E 1,391,000
<br />
<br />MATCH SHEET
<br />
<br />C-28
<br />
<br />E 1,392,000
<br />
<br />E 1,393,000
<br />
<br />E 1,3 4,000
<br />
<br />,
<br />
<br />kk' -Z C3 /" I i!I'\... ~ L~~ -=!~~20.4 .jJm5413.:;) \.r 1 4T5.4 W5417)0 Vr 54~8.3 ~ '" 5420.8 1 ~_' I X542~.3 l
<br />r'--- ~ 0 / ~ .~ ~ _ ~=--%J)I .' --, 1 u~ ,U_, "\1. t-- X I '{-- 0
<br />o IL ~~O"O Q i x 15 08~ l' 2~12 x5410.2 --- ~J ~~>J. ~1/541~ L-.1 j~~ 509" r 0 '" Q ~
<br />7J 0 x ""'----./ D'. t" ""-- -J n., N 629,799n-Lr.......----- 5419.6. r<)
<br />" iiiil: ~ 1\1... " ,1 0 E 1,393,I9y I X . J to
<br />",---J - -::/ :;fr 00 0 \~"\- tr\ 541~. X "". o~ "'- '~~ I '-"'~ ,~~:5417.1 ~09 5 19.0 'r--".~ z
<br />"'- LU\ -^ ~ " !(~IO, J . /T.P ~ . . ffI! X
<br />8 '" f -'" ~\~ y5411.0 ~/./~~ :>412.2 ~ ~ I ~l ......... 5421.0 _"'___ ,5422., 1)/
<br />~ 47.~ w. ( / c~.. ~r ~ ~ ~~: WATER 5416~ ~B2 ., 5414 .. "':> ;C ?--- ~.~ ') , - .'-. ~b
<br />
<br />5398.6 X . . '- >.~ ~ ~ Elev. 5407.3 -....::: 510' .. ~
<br />
<br />~ ~~.. ~. > "~,' t~~ ~1~2.5 X ~~4'OI '} 'Ii 'iJ ~.. EI,'~4,0" W.L. ~
<br /><.) _______ ~5f ~ 5406 6 ~~ . ~: 409.2 J;::::-- ~ ____ ~ 5417.0
<br />~OO ~ X' X ~. ~ 5 13. .~ X~I,~~ ~~ ~ .' 5~5417.7X /' X +48.0
<br />~ 5404.9 ~~ 540/8.5 ~. ~ ]' D.-f W.L ..\~~. ~ - X5L 8.4 ) ~._~ ,/... ~10629,,47
<br />~ ~ r- . . . 540 .9 ~~". 5411:6 X ~ 509 ~ ~ ~A7.9 \ . .E 1,394,061
<br />~ ~ _ '---. X"'> 5409.6 r '-- . . ~.... ~ ~ l ~Z l~ '";5421)0......-
<br />~ ~ ~ ~ J-.. 5405.7 /,'~ 5408.5 X X"'~ -:::.--::r/ "V "V It) ..:---\ ~~~29 254 . ~ ~ 5420.3 ~~ ~ iF-
<br />~ .. ..:" ~y ~ 4 ,,\)( '4BB rL lix 541b'T~ .~~ ,5412.4 ,5415.' ~~.&-\- \E 1,'93,::.- . C '~~71{{Y
<br />
<br />.. ~ 5410.9 / ~
<br />X54r-8 ~ -~- ~ ~ ~
<br />. ~ \. ~ X 5409.4 41(.5 /7R\: lJ' X5419.6 .'
<br />--~ ,,~ X ~ ~ \ ~ ~ ~ :#' ,,-
<br />
<br />Q / ~. ,,1. __~, ~_ ~ /.+ 422.9
<br />~MPlles ~-C'~ =' Ip ~ '. : 5408.8 . fro.' --~9' 'I ~ -..../;...:~V/.~ ~
<br />-----------,~ 5406.7 if( . ~540 '))>' X ~ ~.;::;~ ./'...c'\.. ----~:: )/~ ~ ~ . 5425.2
<br />, " -' II ~,~V . :/ w. /i ')' ,54'.::. ~ ,.1~.5~ '. ~~ ~~, 5(j11 i ~~(?~ ~(; ~ _/~ x "1- -"x i 1 \~ I \
<br />"ty;:>x Jill C. ~." ~. x.. . ;:".b Y,,' ~ ../ ,~~-;. 50954186 x
<br />5405.6 "V....- j / I 4\0 /',--1 /......-......---...~~ 41~' X",> 406-L- ~ t n<?1; . V \, X' 5420.
<br />X "'" / r ~ 5 ~8 488 ~ ..", W. L 5405 I. ~ ~. 509 x
<br />....-1. .:-\ >;::- __~. .--(( _ 0 ~~( N 628,422 ~~~ '. x' -~-.u:..--:T "h~ ~ -- -- X 54172 N 628,525 I X
<br />-. ~ ~.~- A~ ?w,,- r'-' E 1390,44' 4 ,5 ... ".0"" "" :. '/'- F-J ~~ .2820 + J<. 5417: 1,'9,,320 41~.1 x '-"7.' _~'42:\ ~
<br />
<br />--, J/.: ':'--'?t:.~ {C. -~....::..--- ~ I '00 ~ 54/4.8 1,392,177 ~ tv X I ( J' ~/ ~
<br />
<br />,,,,,- . ~ X 5418.\5 5421 )
<br />~ /-.. cj ~ (X ~. Y /
<br />, )~/ / ~ ) ~ ~_0 ... x .. \. " ~;..;:o-r ~
<br />~ / P = ~ ~.L ~ ~ ~~;/ y (\ 4B~ "', . ~~,~~,'4118 _ ~ ~ c..::: ~ \ ~A'O- 1'-':'
<br />~ / 6' ~'4\ til : ~~;~;iA~N '-J~ O,;~,;"O ~41~" ~ ~ -~ ~ ~;:?;P~ 'fl
<br />r, / ~ ~1~8 < ~i" 5421.8~ r ~~2 X, ~.\\~ ~~ ". ~ ~ / ~\ X5418.9
<br />~, .Q.1.L9.2 . \. ~ X ~~<. E I 1,630"" I\'~::- . ~ ~ .
<br />......-- f II 5 ~27,90~::- ~ X ~~ X 5418.3
<br />
<br />/r --- ~ ~~ ~ - ~ ~
<br />-;;:'l "~'or;,.rva 54~0'811~W-:1 ~ ~ ~O . ~~28J. "-~ ~ .:.~~ "\..\~~.' X544.~
<br />~ 5426.2 ~ ~ ; '\,. ~ 415.7 ....
<br />----- 5420.6 490 \ ~ J!J1 // "\. 490 ~~:~~ _
<br />GEN : ~ X N 627,291 I ~~d!." _ 54:,0 \. N 627,28 ,W" ./~/" XAIO.5~) ~::;.
<br />~ ----------... ~~ E 1,390,828 .. y /'---- E 1,391,696 .., ~.: _...412t::J::.. _
<br />
<br />___--- ~ -= ~7R:::::~\,\' ~ : ~~ "--- U.~ ~.~>O ,AA - ~ ~~ + I J ' !
<br />
<br />
<br />
<br />
<br />
<br />z
<br />
<br />
<br />-- - -E 1'389'~~ '-7 ~~8h~,~,~~, J / ,/" ~ ~ 543:.~,391,651 ~W....-; ~ 7~D ~9~2;-675 ~ rt' ~ ~. r---- ~~
<br />
<br />f x 491'---/~. ~ ~424.2 ( "-- R I~ 1 t ~ X I o:\) (,~: / / J ~ E 1,39~1 ~ (~5450 ~ -:!,j,
<br />~487 492 10~~ _ " x ;~.0~~7 ~I J/ ~\(, /491" '" ~~\\ V, )_'--- ~ \ ~ ~/
<br />
<br />
<br />~. 49: ~C~4~o",~~gt~~~~\'H~15 ~d89'1 ~G~v.:Jj~;~~", / "";'..1~1 f "4;"-/ ~-r / > ~ \~" ()()~"crx~;~~-.!I~~'
<br />
<br />N 626,680 " '-.... \, ~ ~ ,L/ E 1,392,18~ / N 626,632 / i\--..../ /" . h.W
<br />NOTE: E 1,389,740 "'--5~~ .... -T ~ E 1,392,281~0 5460 x . ~~
<br />
<br />WI1 otIU loodway and tne ::::- - f? ~ ~, ~ \/: r--.... - ~ . g ~
<br />
<br />only the Floodway Boundary Is shown. I) Dry H low e~k c suit e FI R' ~ I /
<br />.bo......a.-~- andthe.~ .--/l//.Q' Manag tSt y"C ora Ri An ~~v / - ~ . 509
<br />"""-VNr Flood Bound8rle~Tfmd'e, 50 !//'f;. Tributaries" Pr pare y T AA:: 'I ':Y ~ h~" N 626,616
<br />l..-o . ~. .~Inn" S _54 -. !l1',fj, ~ 'I.rs' e , , '1,_01 / ~~--C E 1,393,764
<br />sh v-;, . ....- -,..- . . . . -~ Jilt l../I. . . Conservatlo Serv. e, De v olorado / ~ ~ \ 0
<br />
<br />ow. ____ ~.5 / _/ /7JJi(I~ _ ~ DatedJuly 986 h45 '7 ' / /' Vr:=:-5410~ ~ ~~~
<br />
<br />~
<br />
<br />~~
<br />
<br />N
<br />r<)
<br />,
<br /><.)
<br />
<br />5423.5
<br />X
<br />
<br />5421.4
<br />X
<br />
<br />~d'
<br />
<br />~
<br />
<br />.:::::------ ~.U ~
<br />) ~ ~.' ~
<br />~~ ~
<br />~
<br />
<br />~~.J~ 487
<br />
<br />N 626,688
<br />E 1,389,215
<br />
<br />
<br />
<br />1&
<br />~~,.~
<br />
<br />~
<br />
<br />N
<br />
<br />~
<br />
<br />MATCH SHEET
<br />
<br />C-29
<br />
<br />C - 29-1
<br />
<br />4190
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES
<br />X= 1,516,508.42
<br />y= 581,255.78
<br />X= 1,231,566.60
<br />y= 523,643.10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM 8ASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />D-156
<br />4870,74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br /> LEGEND
<br /> 6, HORIZ, CONTROL
<br />0
<br />0 0 VERTICAL CONTROL
<br />0
<br />C1l
<br />N X BENCHMARK
<br />(0
<br />z ~2 PHOTO CENTER
<br /> + GRID POINT
<br />I I CROSS SECTION
<br /> 0 POLE
<br />
<br />-x- FENCE
<br />o TREE
<br />
<br />r< Y'YJ
<br />'-v. 8RUSH or SCRU8
<br />
<br />,.. _ I'
<br />I I FOUNDATION or RUINS
<br />L.__..J
<br />
<br />o
<br />o
<br />o
<br />as
<br />N
<br />(0
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />z
<br />
<br />1
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />- - APPROX. SECT ION LINE
<br />
<br />I-
<br />W
<br />W
<br />:I:
<br />(J)
<br />
<br />COMPILATION 8Y PHOTOGRAMMETRIC METHODS
<br />FROM 6" C,F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC,
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303-593-0093
<br />
<br />200
<br />I
<br />
<br />SCALE
<br />o 0
<br />, ,
<br />
<br />400
<br />I
<br />
<br />IN FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAt N STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES. COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
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